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HomeMy WebLinkAboutF14-0015 Calcs.pdfVORLAUFER UNIT 103 KEMP RESIDENCE 385 GORE CREEK DRIVE VAIL, CO 81657 HYDRAULIC CALCULATIONS 5/1/2014 CORPORATION VAIL VALLEY FIRE SPRINKLER CORP. 57 HEREFORD LANE EDWARDS, CO 81632 PH: (970) 914-5014 Hydraulic Calculations Location: 385 GORE CREEK DRIVE, VAIL, CO 81657, Project Name: VORLAUFER UNIT 103 KEMP RES. Drawing Name: 140401.cad Calculation Date: 5/1/2014 for Design Residential Area of Application: 414.30ft² (Actual 414.30ft²) Coverage per Sprinkler: 256.00ft² Type of sprinklers calculated: 4 Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density:0.100gpm/ft² Sidewall Volume of Dry or PreAction System: In-rack Demand: Hose Streams: Type of System: at Node:Type:Allowance at Source N/Aat Node:N/A gpm 10.0 gpm N/A (including Hose Streams where applicable):Total Water Required 70.636@110.20From Water Supply at Node 1: Water Supply Information: Name of Contractor:VAIL VALLEY FIRE SPRINKLER CO VAIL FIRE DEPTAuthority Having Jurisdiction: Address: Phone Number:Name of designer: 57 HEREFORD LANE, EDWARDS, CO 81632 (970) 914-5014 PAUL HUBBARD. Notes: 5/1/2014© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR11 v11.0.30.0 3:33:34PM Hydraulic Summary Report Description: Residential Job Number: 140401 - Calculation # Node Flow(gpm) Total Hose Streams 0.00 Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm)(psi)(psi)(gpm)(psi)(gpm)(psi)(psi)@@Name 1 138.031 70.636 67.395100.00140.000150.000 110.20Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 110.20 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 21.73gal Residential 0.100gpm/ft² 256.00ft² 414.30ft² (Actual 414.30ft²) 4 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Calculation # Job Suffix Volume capacity of Dry PipesVolume capacity of Wet Pipes Maximum Velocity Under Ground 29.11 between nodes 4 and 5 Maximum Velocity Above Ground 5.6 K-Factor 25.60 at 20.898 Most Demanding Sprinkler Data System VAIL, CO 81657 Job Site/Building VAIL FIRE DEPT385 GORE CREEK DRIVE AHJ 108221VORLAUFER UNIT 103 KEMP RES. Job State Certification/License NumberJob Name: PAUL HUBBARD.140401 Contractor Contractor Number028 Name of Contractor: VAIL VALLEY FIRE SPRINKLER CO Address 1 57 HEREFORD LANE Address 2 EDWARDS, CO 81632 Contact Name Contact Title ExtensionPhone (970) 914-5014 FAX E-mail blazeinvail@aol.com Web-Site CLINT JANSSEN Address 3 Address 1 Address 2 Drawing Name 140401.cad System Flow Demand 110.20 Remote Area(s) Address 3 5/1/2014© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR11 v11.0.30.0 3:33:53PM Hydraulic Graph Water Supply Node: 1 Job Name: VORLAUFER UNIT 103 KEMP RES. Remote Area Number: Date: 5/1/2014 Summary Sheet N 1.85 © M.E.P.CAD, Inc.5/1/2014 Page 2AutoSPRINK® VR11 v11.0.30.0 3:33:36PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential Job Number: 140401 - Calculation # Sprinkler 101 25.60 25.60 5.6 20.898 Sprinkler 102 25.92 25.60 5.6 21.427 Sprinkler 103 27.80 25.60 5.6 24.640 Sprinkler 104 30.88 25.60 5.6 30.415 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.5/1/2014 Page 3AutoSPRINK® VR11 v11.0.30.0 3:33:37PM Job Name: VORLAUFER UNIT 103 KEMP RES. Remote Area Number: Date: 5/1/2014 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 140.0001 70.636110.20100.00 138.031150.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -2-5 110.2070.636Supply1 19-7 25.6020.898Sprinkler101 19-7 25.9221.427Sprinkler102 19-7 27.8024.640Sprinkler103 19-7 30.8830.415Sprinkler104 19-7 61.0252 19-7 54.8893 19-7 33.0974 19-7 26.5295 © M.E.P.CAD, Inc.5/1/2014 Page 4AutoSPRINK® VR11 v11.0.30.0 3:33:38PM Date: 5/1/2014 Job Name: VORLAUFER UNIT 103 KEMP RES. Remote Area Number: Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 3-0 19-7 4-0 0.529 19-7 1-0101 102 1 • • • • • Route 1 • • • • •(See Notes) 1.0550 20.89825.60 0.132243 Sprinkler, 25.60 5.6 Tr(3-0) 150 19-7 10-7 5.102 19-7 10-7102 5 1 (See Notes) 1.0550 21.42725.92 0.482299 Sprinkler 51.52 5.6 150 3-0 19-7 6-2 6.567 19-7 3-25 4 1 (See Notes) 1.0550 26.52927.80 1.071476 Flow (q) from Route 2 79.32 Tr(3-0) 150 10-0 19-7 29-7 0.000 21.792 19-7 19-74 3 1¼(See Notes) 1.2910 33.09730.88 0.736576 Flow (q) from Route 3 110.20 2Tr(2-0), 2E(3-0), BV 150 6-0 19-7 7-8 6.136 19-7 1-83 2 1¼(See Notes) 1.3800 54.889 0.804453110.20 PO(6-0) 120 -2-5 22-0 9.538 0.073 19-7 22-02 1 4 (See Notes) 4.2600 61.025 0.003323110.20 Water Supply 120 1 0.00 Hose Allowance At Source 110.20 Route 1Total(Pt) 70.636 8-0 19-7 12-3 1.890 19-7 4-3103 5 1 • • • • • Route 2 • • • • •(See Notes) 1.0550 24.64027.80 0.154007 Sprinkler, 27.80 5.6 T(8-0) 150 26.529 Total(Pt)Route 2 8-0 19-7 14-4 2.682 19-7 6-4104 4 1 • • • • • Route 3 • • • • •(See Notes) 1.0550 30.41530.88 0.187124 Sprinkler, 30.88 5.6 T(8-0) 150 33.097 Total(Pt)Route 3 © M.E.P.CAD, Inc.5/1/2014 Page 5AutoSPRINK® VR11 v11.0.30.0 3:33:40PM Date: 5/1/2014 Job Name: VORLAUFER UNIT 103 KEMP RES. Remote Area Number: Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90°cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90°Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 4.87 )(150 1.33 140 1.16 130 0.713 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.5/1/2014 Page 6AutoSPRINK® VR11 v11.0.30.0 3:33:40PM